Standard

Assessment of the technical condition of the Sukhumi Lighthouse, Abkhazia using passive seismic standing waves method. / Fedin, K. V.; Pechenegov, D. A.; Kolesnikov, Yu I. et al.

In: Structures, Vol. 55, 09.2023, p. 2053-2059.

Research output: Contribution to journal › Article › peer-review

Harvard

Fedin, KV, Pechenegov, DA, Kolesnikov, YI, Ngomayezwe, L & Yurkevich, NV 2023, 'Assessment of the technical condition of the Sukhumi Lighthouse, Abkhazia using passive seismic standing waves method', Structures, vol. 55, pp. 2053-2059. https://doi.org/10.1016/j.istruc.2023.07.018

APA

Fedin, K. V., Pechenegov, D. A., Kolesnikov, Y. I., Ngomayezwe, L., & Yurkevich, N. V. (2023). Assessment of the technical condition of the Sukhumi Lighthouse, Abkhazia using passive seismic standing waves method. Structures, 55, 2053-2059. https://doi.org/10.1016/j.istruc.2023.07.018

Vancouver

Fedin KV, Pechenegov DA, Kolesnikov YI, Ngomayezwe L, Yurkevich NV. Assessment of the technical condition of the Sukhumi Lighthouse, Abkhazia using passive seismic standing waves method. Structures. 2023 Sept;55:2053-2059. doi: 10.1016/j.istruc.2023.07.018

Author

Fedin, K. V. ; Pechenegov, D. A. ; Kolesnikov, Yu I. et al. / Assessment of the technical condition of the Sukhumi Lighthouse, Abkhazia using passive seismic standing waves method. In: Structures. 2023 ; Vol. 55. pp. 2053-2059.

BibTeX

@article{2e2da892c93e4fcbadb37bc24251a9b5,
title = "Assessment of the technical condition of the Sukhumi Lighthouse, Abkhazia using passive seismic standing waves method",
abstract = "The results of a geophysical survey of the technical condition of the lighthouse are presented. The stress–strain state, the residual resource, the tension of the fastening cables, the fixation of piles in the ground (rigid/non-rigid), and the immersion depth of the historical study object, the Sukhumi Lighthouse built in 1861 were determined. The passive seismic standing method based on the extraction of the natural vibrations of the object from noise records, as well as the tapping method, based on the recording of a reflected seismic wave passing along the structure were used to solve the above problems.",
keywords = "Engineering geophysics, Non-destructive methods, Passive seismic, Stability of engineering structures, Standing waves",
author = "Fedin, {K. V.} and Pechenegov, {D. A.} and Kolesnikov, {Yu I.} and L. Ngomayezwe and Yurkevich, {N. V.}",
year = "2023",
month = sep,
doi = "10.1016/j.istruc.2023.07.018",
language = "English",
volume = "55",
pages = "2053--2059",
journal = "Structures",
issn = "2352-0124",
publisher = "Elsevier Ltd",

}

RIS

TY - JOUR

T1 - Assessment of the technical condition of the Sukhumi Lighthouse, Abkhazia using passive seismic standing waves method

AU - Fedin, K. V.

AU - Pechenegov, D. A.

AU - Kolesnikov, Yu I.

AU - Ngomayezwe, L.

AU - Yurkevich, N. V.

PY - 2023/9

Y1 - 2023/9

N2 - The results of a geophysical survey of the technical condition of the lighthouse are presented. The stress–strain state, the residual resource, the tension of the fastening cables, the fixation of piles in the ground (rigid/non-rigid), and the immersion depth of the historical study object, the Sukhumi Lighthouse built in 1861 were determined. The passive seismic standing method based on the extraction of the natural vibrations of the object from noise records, as well as the tapping method, based on the recording of a reflected seismic wave passing along the structure were used to solve the above problems.

AB - The results of a geophysical survey of the technical condition of the lighthouse are presented. The stress–strain state, the residual resource, the tension of the fastening cables, the fixation of piles in the ground (rigid/non-rigid), and the immersion depth of the historical study object, the Sukhumi Lighthouse built in 1861 were determined. The passive seismic standing method based on the extraction of the natural vibrations of the object from noise records, as well as the tapping method, based on the recording of a reflected seismic wave passing along the structure were used to solve the above problems.

KW - Engineering geophysics

KW - Non-destructive methods

KW - Passive seismic

KW - Stability of engineering structures

KW - Standing waves

UR - https://www.scopus.com/record/display.uri?eid=2-s2.0-85164225407&origin=inward&txGid=12b1f77f2bef2231d3f894e6ab3381fc

UR - https://www.mendeley.com/catalogue/9120ec10-3abd-37e6-ae2d-77e7d54507ab/

U2 - 10.1016/j.istruc.2023.07.018

DO - 10.1016/j.istruc.2023.07.018

M3 - Article

VL - 55

SP - 2053

EP - 2059

JO - Structures

JF - Structures

SN - 2352-0124

ER -

ID: 53926401